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Behaviors of Xiashu Loess in the Lower Reaches of China's Yangtze River under Triaxial Compression and the Microscopic Explanations

机译:三轴压缩下中国长江下游小蜀黄土的行为及微观解释

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To investigate the macroscopic mechanical properties of undisturbed structural Xiashu loess in the lower reaches of China's Yangtze River under triaxial compression, and obtain the intrinsic explanations for the macroscopic mechanical properties from the microscopic point of view, in laboratory, triaxial compression tests were carried out, microstructure images of sheared samples were collected by scanning electron microscope (SEM), and quantitative parameters of microstructure (mainly about particle or pore size, distribution, and alignment) were extracted by digital image processing technique. Based on the test results, the deviator stress-strain relationships of both undisturbed and remoulded Xiashu loess, the structural strength, and the microstructural evolution mechanism about the formation of shear failure zone of Xiashu loess under triaxial compression were analyzed.
机译:为了调查三轴压缩下中国长江下游不受干扰的结构xiashu黄土的宏观力学性能,从实验室,实验室中获得了从微观角度的宏观力学性能的内在解释,进行了三轴压缩测试, 通过扫描电子显微镜(SEM)收集剪切样品的微观结构图像,并通过数字图像处理技术提取微观结构的定量参数(主要是颗粒或孔径,分布和对准)。 基于测试结果,分析了三轴压缩下XIASHU黄土剪切破坏区形成的偏差和XIASHU黄土,结构强度和微观结构演化机制的偏差应力 - 应变关系。

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